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253 •PERFECT`PROrn.E PLATE A RODNEY STOKES CO. WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND GENERAL NOTES THE CURRENT SAN DIEGO COUNTY ROAD DEPARTMENT STANDARD SPECIFICATIONS, AND SPECIAL F OX P PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS, AND STANDARD REFERENCE DR4WINGS. 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR _ _ _ _ REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN A a STORM DRAIN - - - - _ _ - _ _ _ _ ALL SAFETY -- - DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO - _ D_7 - ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CURB INLET, TYPE "C -1" WIG-5 GRATE - - - _ _ _ _ _ -�- -�- 2 UN DERGROUND UTILITIES WITHIN THE STREET RIGHT OF WAY SHALL BE CONSTRUCTED CURB INLET, TYPE " B " "B -2" - _ _ _ _ _ _ _ _ D -6 - , _ _ _ _ CONNECTED AND TESTED, PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING I ��� �j 1 \1 r J J 4 .J�l�l J /zel J c 3 STORM DRAIN C'LEANOUT, TYPE "A" - - - - - _ _ D -11 _ _ _ _ T HE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE CROSS 7UTTER - - - - - - - - - . - _ _ _ _ G -35 - _ _ _ 3. PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. GUARD FENCE ASSEMBLY, - - _ _ _ T_9 _ - _ _ _ n AS EAD CS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT \G�-- lPt7'1 /GtI' oRA /N4GE EASEMENT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT G ��\ / " > ASPHALT CONCRETE PAVING - - - - - _ _ - - _ _ SHOWN ON THESE PLANS. \ D\ ���\\ TYPE "G" CURB (6" CURB FACE) - - - - - - - - G -45 - - _ 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE $ \ CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR <`p �. WHEEL RAMPS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 225 S AND LOCATE EXISTING UNDERGROUND FACILITIES 109 \ s - ' /0' WILL MAKE EXPLORATORY EXCAVATIONS SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVIS 88 89 \.`�, \� EASEMENT ; /10 PAVEMENT CUTOFF W,4LL ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. \ \ 11 STREET SY/RVEV MONUMENT - 219 - - - 5. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING 90 ��m 6 111 WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY 87 _ (�� � /G'ORWA'426FAC /C /r/E REPRESENTATIVES. 91 1 r ACCESS EA9EMEifr WATER WORK TO BE DONE NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND 11 INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND Q) 86 �� 1Q9 \ 11 1. WATER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND THE STANDARDS OF II APPURTENANCES CONTACT THE SAN DIEGO GAS l3 ELECTRIC COMPANY. TELEPHONE: THE SAN DIEGUITO IRRIGATION DISTRICT. 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE 232 -4252, EXT. 1658. -' 85 /W \as /03 107 � I1 6. CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR Q 13 93 99 � 11 PROF 1 LE SHALL BE 36" MIN. BECOiY F /N /SN GRADE Of STREET C� P /PE COCAI /ON. 11 s 1616 �� 3. EACH RESIDENTIAL LOT SHALL RECIEVE ONE 314 "COPPER WATER SERVICE. COMPANY FACILITIES AND SHAH COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. CA IONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC j 84 �� 97 105 N 4. A MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MAIN PROFILE. NOTICE: A TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND INSTAL- 5. UNLESS ONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND � � � � \ S OTHERWISE NOTED TELEPHONE COMPANY. TELEPHONE: 298 - 0595. 89 v 95 �� 9 O \ DURATION OF SHUT DOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. T3 Z� t/7 6. A.C. BY A.C. ON LINE GATE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS, SHALL BE 7. WHERE TRENCHES ARE WITHIN EASEMENTS ADJACENT TO FUTURE BUILDING SITES, SOILS 1 82 m op I 6 Q 31 30 9 �� LOCATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY LINE WHEREVER POSSIBLE. REPORTS SHA'L'L BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS. 33 x 7 j-� ASBESTOS CEMENT WATER LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B ADV OF THE THE 1MPROVEMENTS, �HE OF RELOCAT DNS A�FNNEED�D. C/� Q W L 7y � \ # o-S �o`fCOoR< �7 GATE VALVE ASSEMBLY (LINE SIZED) - _ _ _ _ _ _ _ _ _ LLB xo P 51 \ FIRE HYDRANT ASSEMBLY _ _ _ _ _ 9. A PERMIT SHALL BE ACQUIRED FROM THE COUNTY ENGINEER FOR ANY EXCAVATION WITHIN L� _� 35 24' 2/ (m - - - - EXISTING COUNTY RIGHT OF WAY. `� h �� 50 ` 0 BLOW -OFF ASSEMBLY - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ h ti 512 �3 - - ----D 10. ALL ROCK'SLOPE PROTECTION SHALL CONFORM TO STATE SPECIFICATIONS SECTION 72 OF JAN. 73. 1 y 7Q �` o Qg v� 17 18 18 ' L�l MANUAL AIR RELEASE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ `) - W �°-y 33 Z L 1 �F 37 Ao ODR BUTTERFLY V4CVE ASSEM8L y (C /NE S /IEO J - - - - - - - - - - - - - - - B .V. WATER NOTES _ 73 63 1. CONTRACTOR SHALL UNCOVEF LOCATION OF CONNECTIONS PRIOR TO BEGINNING INSTALLATION TO 1/ 47 1 .38 15 7 6 5 INSURE CONFORMANCE WITH LINES AND GRADES SHOWN ON THESE PLANS. ANY DESCREPANCIES o t/� - SEWER WORK TO BE DONE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK PRIOR TO PROCEEDING. Qo /o'sEwER '7P 0 4 '55 _)EASEMENt� /Q a S Ltd SEWER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH COUNTY SPECIAL 2. "AS CONSTRUCTED" WATER 'LATERAL LOCATIONS SHALL BE SHOWN AND COMPLETED ON THESE ORIGINAL a �6 59 � 7 t/ DISTRICT STANDARD SPECIFICATIONS FOR SEWER CONSTRUCTION. DRAWINGS PRIOR TO "NOTICE OF COMPLETION" UPON REQUEST OF THE WATER DISTRICT. o 7 4;5 6J ` 7 3. CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO IRRIGATION DISTRICT PRIOR TO STARTING WORK `� �O AO 1.3 SEWER MAIN - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ NEAR EXISTING DISTRICT FACILITIES AND SHALL COORDINATE HIS WORK WITH DISTRICT n 8 �" I Q I CONCRETE MANHOLE - REPRESENTATIVES. I II ` � G � �`� 37 - - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ -o-_ 9 CLEANOUT - - - - - - - - - - - - - - - - - - - - - - - - - - 69 SEWER NOTES 59 %�D A /NA E E SEMENT 0 I 4? �! 1. CONTRACTOR SHALL UNCOVER LOCATIONS OF CONNECTIONS PRIOR TO STARTING INSTALLATION TO ` a _ -- _� ___ ` BL INSURE CONFORMANCE WITH LINES AND GRADES SHOWN ON THESE PLANS. ANY DESCREPANCIES LEUCAO /A V. 4 ` THE CONSTR UCTION OF ONE P D .C.C. T ATION TO B STANDARD RESIDENTIAL DRIVEWAY PER LOT, LOC: SHALL BE BROUGHT TO THE ATTENTION OF THE LEUCADIA COUNTY WATER DISTRICT ENGINEER /o'o /NAGEEASEMENr DETERMINED IN THE FIELD BY ENGINEER OF WORK. P.C.C. SURFACING OF JF'VEWAY TO EXTEND PRIOR TO PROCEEDING. FROM CURB TO PROPERTY LINE PER STANDARD DRAWINGS 6-22, G -23 305 -2, 306 -1. 2. ALL SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 48" (INCH) MINIMUM COVER. ALL LATERALS aHALL BE rJNSTRUCTED CLEAR OF DRIVEWAYS. 15 STREET NAME SIGN - - 3. NO HOUSE CONNECTIONS ARE TO BE MADE WITHOUT APPROVAL OF THE D I S T R I C T . ��\ J:> I J �� �\ �\ �� r J � , � /\ I J 2 „ 3 r - _ _ _ _ _ _ _ _ _ - 301 -2 4. THE LETTER S SHA'L'L BE STAMPED IN THE CURB AT ALL SEWER LOCATIONS. 1 1 1 r1 J\1 J J UM STREET LIGHT (STD. 7,000 LUMEN MERCURY VAPOR ORNAMENTAL STREET LIGHT) EXHIBIT "B"- - o- 5. ALL MANHOLE COVERS, NEW OR EXISTING, SHALL BE ADJUSTED TO FINISH GRADE. (12) STREET LIGHT (STD 20 6. ALL LATERALS AND MAINS SHALL BE TESTED BY ^1° .TEST METHOD AFTER CONSTRUCTION OF ALL 16GENO I NDEX MAP 16 ---OFF - STREET SE . ,000'LUMEN MERCURY VAPOR ORNAMENTAL STREET LIGHT) EXHIBIT "B " - - a - THER UTILITIES AS SPECIFIED IN L.C.W.D. SEWtR SPECIFICATIONS. � 101000[uMEN 7. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. STREET L /GHT _ _ _ _ _ * �-700o WWrAt SCALE: / 8. ALL SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT L.C.W.D. FIRE NYORANT _ _ _ _ _ SPECIFICATIONS STANDARD SPECIFICATIONS FOR SEWER CONSTRUCTION AND SAID STANDARDS WILL GOVERN ALL SEWER FCOW,4RAOW _ _ _ _ _ 1. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCJiI TO THE TRENCH BACKFILL. SEWER � SEWER A/.N. _ o -__ Q STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. 9. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. STORM ORA /N Q p 2. ALL UNDERGROUND UTILITIES AND LATERAL SERVICES SHALL BE INSTALLED BEFORE CONSTRUCTION 10. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR TO BACKFILLING STREET OVER ANY SEWER Y S. N.40NE S /CN _ _ _ _ ¢ OF CURBS, CROSS GUTTERS, OR SURFACING OF THE STREETS. SHEET N0. _ _ O Q �l STRUCTURAL STREET SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS Ili ! 3. THE ST 11. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. - - - - AND ST DETERMINED BY THE MATERIALS LABORATORY. 12. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF L.C.W.D. ENGINEER. o 4. NO DRIVEWAY DEPRESSIONS SHALL BE ALLOWED WITHOUT CONSTRUCTION OF DRIVEWAY APRONS. 13. APPROVAL OF THIS PLAN BY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY M OF THE LOCATION OF, OR THE E EXI S T ENCE S /TE 5. DRAINAGE PIPE ALTERNATES SHALL BE REINFORCED CONCRETE PIPE OR A.C. PIPE CLASS Ill. OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. ENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, �\ h 6. SITE GRADING SHALL BE IN ACCORDANCE WITH GRADING PLAN DRAWINGS L -6846. . \ 3 14. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF BEGINNING WORK SO THAT INSPECTION CAN BE PROV 1 DED . N 1 i h Z' -�M9sistc 15 SERVED LATERALS SET A A OAT2PROPERTY A \ AVE E LINT:, UNLESS OTHERWISE APPROVED BY L.C.W.D. " c �� RICK ENGINEERING COMPANY 16. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE DISTRICT V 6 U I LT PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS OFFICE. 1 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 17. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR. (� Q PRIVATE CONTRACT &6 846 18. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT, v SHEET 13. ALL PIPES SHALL HAVE 4 INCH (MIN.) CRUSHED ROCK BEDDING, SHOWN ON L.C.W.D. STD. DRAWING 5 -12. COUNTY OF SAN DIEGO 17 Houshmand Aftahi R.C.E. 18878 Date I , I ENGINEER DEPARTMENT 20. BACKFILL NOTE: WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE sHEETs DISTRICT INSPECTOR BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS � COMPACTED PER DISTRICT SPECIFICATIONS. THE DESIGN OF SHORING, B V ICINITY MAP FROM THE HAZARD OF CAVING G GRO PLANS FOR THE /MPROVEMENT OF 21. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING GR OG• , SLOPING, OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION NO SCALE UND DURING THE EXCAVAT ION OF SUCH, TRENCH OR TRENCHES OR DURI NG THE SAN DIEGO COUNTY FLOOD CONTROL` DISTRICT WATER AGENCY SEWER AGENCY COUNTY APPROVED CHANGES FOX P O I N , T PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PRE- C. J. HOUSON - DIRECTOR OF DEPARTMENT OF BENCH MARK PARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH A N[ SAN DIEGUITO IRRIGATION DISTRICT LEUCADIA COUNTY WATER DISTRICT No. Description Approved By Date " [ ]R - e!OMM nded f rA ro va Appro ve�� SANITATION 81 FLOOD CONTROL -C -7f Description; 518 COPPER STEF_L ROD CAPPED WITH S.D. CO APPROVED BY THE OWNER PR TOR TO EXCAl6F,,1(ON. I F THE M OC 174 1969 PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTAB _ NTH p Subdivision Engineer county En ginz er �' A -2 Location: L 1 SHED BY THE CONSTRUCTION SAFETY ORDERS THE PLAN APPROVED 8Y � '� _a a APPROVED BY Cry �' t �I y/ APPROVED BY � �_ "4S BU /LT" /-21-73 f 4.28.75 EAST C/' S�rnNV anon SHALL BE PREPARED BY A REG I STEREO C I V I L ENGINEER OR En of work Checked N Gy, SECRETARY -Ai+4NAGE y /NSP Reco,d p, SAN DIEGO COUNTY BM OG 0174 T.IN. STRUCTURAL ENGINEER AT THE CON ,OR DATE 7 DATE D���•6.r /s7s DATE ® /i/yP�wf_•�_1 �`r� / 9'73 �4/s�/7q 241.454 2 U.S.C, rGS. ` Approval date 2. ECIY,W S1S U BE FURN /39HE0 17ifA'EE TS OF CUT 9!/EETS. Elev: Datum: AFTAH/ rtltlV1! /2 -/0 Jj FILE NO. MICFiG�F11.IM�1+ •a' Ytr:•1,_J : .., _ P ^OIEr7110 4311 •PERFECTOPOWILE PLATE A RODNEY STOKES CO. LOT INVERT l TO LENGTH /MC EL. DEPTfI CURB EL. BELOW S REMAR NO. e M.41* MsJ /N TO YE! 6 A- K 1 ?x4.4 13 2' 311.7 305 O O . I 20' S12. 306. ro.0 303.4 4.0 20' 313.4 307.4 10.0 3022 4.1 L00, 312.3 30(0.3 10.0 300. 9 20' •5o9. b 'o 3.8 G.o G 269.2 IT 26 261 co - 21 2q O.2 ro.0 Co 1.5 b' 2 265.0 8' 2613. .4 10.0 9 2154. 39' 2 G 286.10 G. o /0 64.3 19 42' 0 qZ. 2 abcy.2 G.o 264.3 15 55' 261 l • b 28'3.8 1 a. 64.3 /. (00' 242.2 6.2 .o / 2b 4.2 28' 2 3.00 87.0 / 2bo.9 1.7 2614. Co 266-0 10.0 / t2b9.4 /.0 3 1 ' 2q (o.4 0.4 12,.0 /Z0 29 I. Q 14 38' 261 b . 4 292.4 G• o 17 '1612.4 /, 41 ' 2.11 Q 0-0 R STREET / 293.3 /. 2 302.5 296.5 C0.0 f/CNT 261 . o 1.4 28' 305.4 q. CO. 2151.8 12 200' 2-69.0 263.0 (0 -0 2. 2153.9 /.2 26' 2611.1 285.1 0.0 2 bCO. I /. 6' 2 3.3 e8 7. J Co. 0 2 2824 19 53 215.3 215 .3 O O 33 63' NJ 4?d 2827 e.a 58 290.9 12 q 0.0 5 282 .( 5 3 ' 90 10.0 ' 7.(0 1.7 51, 215.3 269.3. 40.0 a 13'f .f3'{ LAN09C,4PE0 MEOG4N ' 2ba, b ' 2g30 26.7.0 o y 20 /O O 212.2 /. 26' 2aq.4 283.4 00.0 2502,.61 8. 2b 271. 1 200 5. 1 C0.0 DEEP- CUT LATERAL 3"A.0 OVER /4" CLASS 3 T 0" P 30 '25(1 .4 271. 2105. 10.0 EP CUT ATE AGGREGATE BASE / 255.9 e& 272. q 26 . g DEEP -CUT LATERAL © L5' 1�2 F.H. 1 25°x.•3 /. 2 74.0 b•2, .o DEEP -CUT LATERAL - - -___ \ Zye 257.3 5.1 30' 2 b.4 2(o2.4 00.0 2� 20oD.G (0 30' 2(0 .2 2/03.2 CO,p i 2(03. I /.0 30' 270.) 200 .1 0.0 FOR CROS50YERS AND LEFT 20" " 30 2004.3 /.0 460' 271.'0 . O 3 37 2005.0 /. 3(0' 272.2 2(06• CD.O 23'* EX /ST. A.C' rNRN SECT /OHS - Z "A.C. OYEP MAC a CURB � 55 1 a(054 /./ M 972.1 20000.7 O PAVED 80,40 9 CIASS 3 AGGREGATE BASE STREET UNDERCUT L/N� W' /6 "a88AACE 39 2004. 1 16 N 271.7 2005.7 (D.0 0 2 (01.7 30' 21A O 2(03. o Ca. o / 258.4 G7 30' !2(00. 1 2000.1 .o SECTION - LEUCADIA BLV D. 25'4-!2, e 8 30' 3. 4 257.4 1 QD.0 NO SCALE W 253.1 O 8 2(01. 255.1 (0.0 25Co. 30' 20 .00 258.x0 00.0 2000.9 (. 30' 2Cob.0 262.0 Co.0 202,3.9 1. 271.4 242 Co. 47 2(05.8 1.1 4 272. q 2000• q 10.0 STREET 2004• to 27 1. b 205.8 Co•O 2 3.4 if 30' 270.5 264 a 0.0 O. 30' 2G9. 11 2003.2 I CD .O 30' 2006. 1 2(02.1 00.0 7`00 241.2 50.5 1 244. 0 .O v 24 .3 !. 215' 251 .2 245.2- lD. O 244 /. 5 I ' 252.0 2 0.0 Co. O " 60' S6' S2' RIGHT OF If'AY 3'U' 252.1 246o. 1 0.0 30.28 •�°' 30 201'• CYo' Q 24 .O /• ! 2t)' 250.1 24+1 W /O' ev /B'• /6' 20' !B'• 16' 25q.7 /.! 215' 240.b 9-40.6 .o - 7 3 - 79 -- 13 45' 240.2 239.2 o�c 5 R 234. 4.5 34' 4.6 236. b (Z-0 � FH f.5 /5 23 . 3 /. 29' 2 0, o. 0.0 R P9: 2 [ / 24 3.3 /• 215' 250. 3 244• .O 296 ? % q NS 944-7 14 1 61' 2°32.1 246.1 rn•O R-ANS 4 14 "' 232.4 5. 261 243• 237.7 x0.0 20" 222.9 215' 38.7 2 2.1 0.O DEEP -CUT CAT RAL TYPE G CURB �_ Q 22 23. 5 .0 28' 23:3. 2261. 5 CD. 0 W' /G "CURB FACE STREET UNDERCUT L /NE 4 "PC.0 N��4fK 4.1 9b, 232.4 226.4 Co.O 20 W ("CUB 225.1 0.9 231.1 .0 5. 1 AGGREGATE /BASE SS3 ZZ5. 0. 4 ' 2bo.15 22 .� 4.5 44 I. 48' 23o. b 22 .1 5.f 22 .I /9 261' 2'2.0 2200.0 223.7 .1 4.15 226. TYPICAL STREET SECTION 223.2 84 QbI 2$7.x0 9, 151.0 110.0 NO SCALE 2 G•7 C6 40.0 23 4.6 (0.2, STAT/ONPERPCAN s 242. 2. 200' 2 24 5.1 CD.0 _T 3.4 4 252 C0 24r0.G CD.O 43.8 3. 55 2'53.0 2470 (0.0 2 3. 3.2 70' 252, b 1146.6 Co•O Q46 .8 76 2152.c) 24 00.0 C0.0 9 / A.B.M O CN 242 . I 28 3 250.9 2 4 4. .O STREET 259. 32 2 ' 2109.0 26 3.0 .O L /CNT 24cCv.l /.7 273.8 2107, ra0 ee 273.1 0• 261' 279.3 274.0 5.3 5. 1.5 44' 2824 276.7 5.7 \ / Q CURB L/NE 5 MIN WATER M A /N '+� r 77 ?(9 215' 280.4 204 110 O T-0" � L 3.8 215' 2910 2 50 r0.0 v , h �/ E 4 Z. 261 293.P 2 7Z Q2 T ' /0' ' 5 7 REE r SEif'ER MA /N 7. ?3 43' 2945 9.5 0 i aa5' 4.5' 2 - Z 7.0 .1 Cos 96 90.1 O FH. 2 °r, 15 , / 2 5. 261' sao z 90 (b o 2y r Tf�P /C,4L SERF /CE CONNECT /ON 278. 3. SIF 2 2 ' 2920 0 co. 0 4 "PC.C. iYACK 20" Q' 9' NO SCALE 2 71. 7 D 0 o TYPE G CURB 1. / 2b' L .7 72 5. G W /l0 "CURB FACE STREET UNOERCUT L /NE Lo 4. '11 /. 215 2727 .7 . 0 O 2561.2 3.4 2':4.0 OYER /0" CLASS 3 AGGREGATE BASE b 2108.10 2 Co.0 10 2. 1 4.0 O. 76.1 274 . 11 E CUTCATERflL 70• SECTION SIDONIA STREET 4.2, Cn' 2,.0 2 . - /A9 7 . 4 5 0' 2 2 0 2 .61 ro.o SCALE NOR /Z. ! "- /O ; BERT P-31 /O/ 1 50' 252.61 a 7 CO. q loe 2749 50 a7o.3 /03 2 Loa. 9 4.5 2Co' '279. a 75-4 ro. o NOTE: STRUCTURAL SE0710N9 FOR ALL STREETS W /LL BE /N F/N/SNEO CROUND RICK ENGINEERING COMPANY !0 1 23.8 2 2Co' Tn.0 1 27 1.0 .O DEEP CUT LATERAL PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS ACY'OROANOC WIN SAN 01EC0 Cl9UNTy SMIK0.4ROS /O 2000. 0 10.0 '27(0.0 • U .O DEEP•CUT LATERAL 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 '157 2 2(v8 2(02 3 0 PRIVATE CONTRACT O ANO AS DETERMINED Bf'TIIE Sb /LS LABORATORY. TyPI� A DIKE PER 107 22,6.4 2' 2(07. 200I.3 x0.0 STD. LIN! 201 2 236.7 1.3 491 200 2CoR 110. V _ - - -_ /ND/CATES ELEI/AT /ON SNOWNONPCAN F sHEEr COUNTY OF SAN DIEGO 17 TMCAL SECT /ON OF MEOW 2 ENGINEER DEPARTMENT SHEET$ NO SCALE SEWER LATERALS TABLE PLANS FOR T//E IMPROVEMENT OF FOX POINT -� COUNTY APPROVED CHANGES BENCH MARK No. Description Approved By Date Description: 5/d" COAll STEEL /R20 CAPFED W1771 ,5,0 L'0. Approved Recommended f Ap r val ` p Q REY/9E0 SEWER LATERALS TABLE 1-G 7}• FOR COTS 1 -5 58 59 6? LOB g' r En ubdivision En meer Count En s 1 . i i i Lomfien:' 73 � 80 -9 Lf•15 Y e ed b MAY 6 1975 2 Cp9TED STRUCTURAL SECTIONS 0". 4 Engineer of work Ch Record From: SAN E C NTY 8 / M T M. A9 BUifr / - 4.11,13 I�'k' " - �s::.i,� ; Elev: 841 Datum: USC Ir (i'.S App roval date FILE NO iec.T NO. NoText `PEPFECT'PROFILE PLATE A RODNEY STOKES CO. 0 h1 ' 310 elV C8. o I Ilk 300 300 v W '� ti URB ON P 049 i � °' ° CQ R N 0 0 ) N �3 OF l� A• /7 h o; Rt rp 5r h � o ; � _ •— � -- N'L V CB. m m 310 � o _ — � ti ti p 47 a s m URADE �� � a CWT/ONi ?'l/PGA5 pPO SEA FUTURE /Om UNKNOWN Tl0CAT/ON tn V oc j ) R - EX /9T. O.E. 280 m / /A /E 30 E81 EX /ST. PAS /NG ST 8 v-o m CONNECT /ON N0. P 290 v / �- ti / , CCONNECT WATER CONNEC70 EWST /NC, /G'A.C. MA /N � ego � � N C C gc % c /'� , /.E.2B8.4G h PROPOSED FUTURE GRADE / EXtST. /(o'A.C. MA /N 280 / t B 'qc- o Ex15 G40' V.C. PROF /LE ~ I &IMM AV YD. 3C,4LE NOR /L' /" = 40' BERT• /" = B' 11 /2 13 14 17 /B WIDELT DATA CURB 0.4TA N0. RADIUS LENGTH RENARKS NO. DELTA OR BRA. RADIUS LENGTH RENARKS 270't / " l °54'30 "W 4 /z' 1 " A M AQ 45 "A. 0. SEE SHEET NO.5 S /DON /A ST EET /2' a L ~ 11 /0 Q o A.C. CNEYRONS @ 50' /NTERY,LS `D PER SECT /ON ON SHEET P/ 40' N0. P � ti N 4 o LLl SCALE = .: 4 F' ry 44 :4 •::::: :. 4444.... 4444. ............ ::::•:::.�::.�:::::.�:::::::::. � ::::::::::: ::. �:::::: ::':. �.:::.: �:: ::: :. .' � ......•.... : .4:'::44 4.:::::::::444:::::4::::::':::: :':. �:...:::::::::::::::::::::. �:: :::•::::::.: �::: :::::•:::::::::::::: :::::::. �::::::: �. F,4C /N % :::< :::.:. •::::::•::::4_:::::4:44 x. 4-0.. UR G �?...... ..... .::. :•. _ : ::• : ::::.:.::.:::.::::::.::.::::::• . •::. �::::::. �:::::. .;::';;: ' ? >;:ti•i:i•:� titi•iii:'i:'i:'iii: :•ii:tititi•:titi•: ii:titi•:titi< :: ;;: ;:' } }:' >;;:';:• >:':•;:.; •':. � :::....................... 1lI . .... .....................::.:;:.... ;;;;:,;;:•;:•;;;:'::';;;;;:;>:»:•;;;:; • >;:' >:•;:• >:•::•;:<;<•;;;:•::: , ! ,: :; . , '. 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Z ::::• >:•;:..;;::::•::: ':: ' . >: � :..: •:.:: •. >:•;:•;;:•;;;: ;:';:::.::' ::::.:.::.::: ". • :•.::. ::::::::::::::::.::•.:::::::::: 4 :::::: 4 :: 4 ::::::•::•:: 4 •:::.:: 2 0 0000 S1100#14' STREET r',, V. :•;:• <•;:•;;: ......: ;: <:•: • •;:;•;:':�;;:;ii'. , /..qj • }:Q� !' •; >;:• >:•;:::•;... . :4444;: :•;:• :• .. ;:'; } »: >:<:ti<•;:';:' ?;;; ? »:; ;;: >;:««: ti<•;: ti•; :..........;;;:� » >;:•; > > ; };;; }• �!'�'.•j '�j'r}} > ?7i[ :[ .. ::: }ji:•i ii ?ii ?iiiii:�� •7!! ........ 4444. .. ... :........... ............ . G45 HETER 4r MILI/E5 =7 EX /ST. A.0 PAVEMENT EX /ST. 4 "TRANS /TE W,4TER WATER CONNECT /ON NO.2 �- -- " RICK ENGINEERING COMPANY /G B. V ON BOUNOARV PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS EX /ST /!n "AC. WATER EX /ST. 4 "G.V. CONC. /(DX /(D ° XB" TEE M18 "B.!! 70 BE /NSr4a6,0 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 -TELEPHONE (714) 291 0707 EX /ST. E "N. P GAS EX /ST. F.N. I I BY CONTRACTOR. MATER /ALS 70 BE SUPPL /ED PRIVATE CONTRACT EX/ST B "VC ON BG1'/NDARf' EX /ST. SEWER M. f/ BY SANG /EG'U /TO /RR /GAT /ON D /STR /CT SHEET COUNTY OF SAN DIEGO 17 EX /ST. cool R/W FCUNER A.C. SURFAC /NG t%06 8 ON BOUNDAR9` 4 ENGINEER DEPARTMENT s e ETs TO EX /ST A.C. P,�EMENT RELOCATE EX /ST. POWER POLES I EX /ST 2 "ELP GAS /6 "X /G /0 TEE PLANS FOR Tf/E /MPRO{ OF "x " CAUTION!ExiSriNrT L EUCAD /A p, BZ VD. P ,\ ` ��^^tt r \\ r \\ r r✓ �' \ r n -E r r, ?'11P G•.45 MA /N COUNTY APPROVED CHANGES /N FOX PO INT PAS) Ir L DrRA �1CfRrJ J� /JAP J�l 0. 2J BENCH MARK ttLL iSll71� t „ r , vtV No. Description Approved By Date . 7.5-74 P . on: 58'ev, R STEEL MO CAPPED N /TN S.D. M ecomme a Xub"dm l Approve Descri h U /LT PER SOG: Zj.] / TAM / q—�� AS B y En En sneer Count I, Locotion: 1973 v1i " MAY s 19� T. M. L EUCAD14 BZ X40, "AS BUILT" /-Z/ -7S 9.2t 15 MICROFIj.Mk Record From: SAN LYEGO COUNTY RM. OL 0/7 Engineer of work Checked b /MlCfipflL/NiD 2x1454 Datum: Elev: fI.SGC'C5 /� Aparovaldate MZIS//AlMO .4F74111 R .E. AB7B FILE NO. 9 PROJECT NO. 4311 NoText 'PEPFECT•PaoraE PLATE A RODNEY STOKES CO. 290 141 /oo' VC. Wt CB. ti ti ti do m o 0 0 ?S° ti to of `\'OW ti? M W 280 " ti� tia ? ►, NJ K'Y CB GO °/ ti a I G A o x O 1 o^ M �GUr 2? . 2 8 cGT � � � `� e h �► '�' 2' M /N. CORER CLEAR Z I 2 � /00' yo. 1020 �R 290 "�^ ^ 200 Gh �� ti ti� cr�l0 ti0 rn� h `�! //1.00' /B "RC.P. 1350-D Ca3.2% ti 290.8/' 24 "R.C.P /350 D @ /.O % Z ti� s Q 280 �'�^, �' n, � -- ti �; ``� N.4TUR,4C GROUND a 190 =p Q SEf 60% o � �� SHEET N NO. r k I NS j 18 "O $ O N..P. STAND P /PE 160 Cv L GRADE -------- - - —� 330 96' /B "C. M. P. 14 GAGE ` NATURAL 0800NO C /NE ` IOA.0 # r�� OF PAPE �� M.N. /2 �� "A• C 7 a te' GROUTED RIP RAP S. CA! LE. 25743 TO TDPOFP /PE ti PER DETA /C ON 258. WEST /. E. 257.23 SHEET N0. /7. 28' B "V.C. CJ 0.5% �� \ \� PRORI. E S /DON /.4 STREET it /97.9Coo 18 "OhIl @ e6.3% 13300 1B " C.M.P, La 20.5 \ SCALE : 11OR /2 !" =40' PERT 1" = B' R ' El l lLj , ii o 14 15 16 17 J8 32.5 24 CM.P /4GAGE @ G 3 /a W,4TER DATA SEWER DATA No. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS WA�� PER / N42 °55' "W 314.80' /0'f4C. / W 3 "VC. t off Z N42 "W 365.00' 10';4.0. N42 °55'30 'W 2 "V.C. CS ML cu toff i i S1B OW p5 S WAPO t08 nt ~ I jVPE \�� — /0'ORA /A� gGE EASEME/�T 7W6.4-4 CCEANOUT A w f0� n P 5 n — it s �n I / 24 SEE EEr N0. 9 SN N y 1 1 I / ° ' GRA(//TY N 2 w � _� � 1 i � °51 +;0 �%__ EAOWACL Sr 4LBANS DRIVE jQr 'N -1 1 1 1 1 r yP /CAL \ �, `� 1 I 1 I t✓ � o i Z DES /LT /NG' BAS /N PER o 5 1 I I I I I ��' �� DETA /CS ON SNEETNO. 17 9 � ln0 ORA /NAGS EASEMENT 2 w N(� 121 A� �\ f,+4 o I+IS o 5 u. R ti 0 28 o 10 „BV /� Z /5 V FOR fUlU \`'`1 .1 Ig 11 / N RE5'ER /o RC.P Z; o to `� 20' EA5EME1VT � . ffA( 0 1 � P E(� OF h f N STREET .0 IN T � � �� � 2 � o SE IZ E Z n, z M 14. *f2 O 5 DON /A R VE \, ° 2a.c f ca�lFkcrEO 51.70 0 Sr ALGA \ �'io�� Q(9�' Q NAT /l/E 501E � \ F� Fs / NO 5CALf RICK ENGINEERING COMPANY \ / ( PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS N i / 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 S/D ON /A STREET 3 \ J'7'E� ItI y } � 07 `` PRIVATE CONTRACT ll7 1 L Z'A0 e 2'Q.0 5 ET CO ENGINEERR DEPARTMENT I SHEETS ` f` 4 A.C. V \ e ° 75' 1 75' R4N5 FOR THE IMPROVEMENT OF /5' STORM ORq /N 0.4Tq CURB 0,4T.4 s �"Q�F • 'V „- „ S/DON/A STREET N0. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS /�� 4 0 4.0 D /M/ SECT /ON 1 N Z' 5'30” ' . %.t `•' ' 1 .00' 18 "RCP //•30.7 1 / N42°555i 278.60' CACE� "= 5' 1N FOX PO /NT �Qi COUNTY APPROVED CHANGES S BENCH MARK 2 d "/6°11 /0 ' 317 ' 21 "RCP 2 N42°55 ' W 305.00' No. Description Approved By Date " Recomme ed for A p ov Approv d 3 N4Z'S5',0 'W 227 24"RC.P Description: 3/B COPPER SIS14661- 1900 CAPPED W /TN S.O. CO. D /SC /�i�� N b/' 0 "W p / " MP / RELOCATED DITCH 3 OC4,/ Z,{,,p4 STAMPE /7 1 ,v 1 ' ' A T D Subdivision Engineer County Engineer Z AS BU /CT PER SOCt'E 7�S•74 q.tf•75 Location: 5 N3Z' S0 E 5 24 "C. Engineer of work Checked b T.M. rt RELOCATED STREET NAME S/CN +vE� AND 4 AC 019 ,� .8-15 Record From: SA/V D /EGO COUNTY B.M OC O/M Elev: 241454 Datum: U.S.+^ f.C.S. 3251 -1 Approval date "AS 8U1CT" /•2/ 75 tj'1 f/oUSNA/ANO AFTA R .E. /8878 1 Z /a-7j FILE N0. QFIL fiMf�If�N MAY 6 1975 MICROFIL.MW MICf�f PROJECT NO 4311 'PERFECT *MMLE • PLATE A RODNEY STOKES CO. W9' ti G h 1 �� h �� ti o�. rn N� a m~ �$ m ti ti� cc Z94 0 0 /.0 / ti /.0 293 ti 310 292 29/ R ' /9.32'G /Z 174.47 d/9 34, /' D/3 CB @ 39 °ti W W4 9 CB. 1 /O' /2' /0' PROF /LE 0 LUG - DE-C h SA '.) � o o tia , 30P 300 v h, f "_ , � o o "� �\, 3.3 y 4j nt rn b 300 SCALE 110M.?.1 -PO VERI / -4 W'LY. CB. m 4 CB `�' d �'�' "�, a 1 I zzz Q �" 4i 2b 300 C\j N[y ca /o% i o rl win ? `�, v m b r\ O 290 I CPO V0 W 3/0 /.0% ?92T D11? 13545' D17 ?9.1T D/? 'u J _ -------- - - - - -- -- - � R� %� PROF /CE OUTER ELBOW NgTURg1 GROUND L /NE @ --- - -- - -- ti - `+' 10 "AC JrWIC- NOSY /Z. / " =?O' SERI. 1 " =4' 300 ------ --- - - - - -- o _��� 300 M O "� CQ C ��� �` GRAO /• / —� 277.3 �$ 1 a '°� o 308 ----- - - - - -� 3.O' M /N. LYJ�ER OVER G ';4.C. _ � y. INVERT GRADE \ \- �� : h 3.9 C\j 290 80•�8t 8 "V.C. C� 9.! v "' Vc 306 vi \ 3 0 m ti ff VC. 300 N W [.3?48 ' 8 "!'C. 210.52' e e C . o ti , ._ �+ ?9B 47.12' 304 4Y. ° ' a q o �" � VC 414 �� � o� 5 C ti W �; W 4; i Q 2927' 29l OU140FO90 CT S /0ON1,4 STREET v Z y lz� °$ 3/0 Idle 9 w v CV) 40 40' l!C. h ,� ti ts PROFILE INNER ELBOW o a 310 ° Ell V CB. o o 385 /• SCAGE f10R /Z. / "=P0' 1/ERT. / " =4' c� g ^ c o h �! E R h Ci t h O O� O 300 0 h W 300 3AB 3.85% NJ 301v PROF14 E GU14 DFORD COURr PROFi4 E CURB RETURNS EllVCB. E'L y GRADE /.0 % (n0'1!C' @ 5041 E NOR /Z /" = 40, VERl ///=8' ZL SO4CE - NOR /Z f"= 20', //ERT /" = 4' 290 6 5 4 3 2 1 O W34' WER DATA AR CURB DATA t RADIUS LENGTH REMARKS N TA BRG. RADIUS LENGTH REMARKS G5. 5' / D- 90VO'00" 30' /(o 400' / "(!C. 4 "iV 15.25' U 33/.20' ' I!C. " 38e' 100. /5' 7.4 ' "VC. " 0.07' i 17 1 " /. 3 71 SCALE /" = 40' , _/ 5.4 40" 30 2774 6 Q \ n 0 ZA g '' �. =5 '07 // " 37 3431' _ *03'13" 3B' 17447' • 4 �*22. 18 � s WATER DATA /3 `r, �\ l NO. DELTA OR BRG. RADIUS LENGTH REMARKS N w6 N ' k3 \° l N8 ° '44 "W Co5.25' "4C. _ 15 00 1 , 10 388' 707 7 ' B" . o ET �p N 0/ 5 ° 01'00 "E 3.40' '4C! v cn Q�E o 18 4 034'20 "E e o, /2' / vp ty 0 s I.SO _ � Q�/ ��' 1p . "";, 6 \�Zi1>•53�p � 0 / iPq/ E9s P � C p� ,�' ° ��'t'r• - 1 q � ¢ CURSE OAT,4 _ _ : •., .. ... � / . D= 15 00 11411 C � / RICK ENGINEERING COMPANY tZ °/04.87' J` �� :� �' p " 3 p 5�� T =52.74 t� p �1�2� P AR =:$' (� c'= PR \ PLANNERS ARCHITECTS CIVIL ENGINEERS LAND SURVEYORS 11 �rSgCMAIN N •� ; � i. ,. 6 / � D E T I 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 ► �Zy �-.` . p �pl� RE R 6 8 p \ Bp tJ ' ol C Cp� PRIVATE CONTRACT A��\ �o 8 j1 ��f, I�t � SHEET COUNTY OF SAN DIEGO �a 3r �, 5 p 00 5��i�Q ENGINEER DEPARTMENT SH[ETS �a 3 �` `� }32 QQ L_�� JJJ z �Q}Op ; PL ANS FOR TH /MPROMEMENT OF z /0 9 6 `I ��Z � 1 ,51 °� - GUIL DFORD COUR T 6� COUNTY APPROVED CHANGES /N FOX PO /NT \, BENCH MARK Recomm nded f r Approval Approve .� No. Description Approved By Date „ ' "''O NttcGlStuN _ - ` - -'' De scription: 5/B COPPER STEEL ROD CAPPED W11 SO. CO. 015'C / R&OCgTEO 5ENERON 5/0oN/q - 1 �' * 5Z4.46 OC 174 / /9/09 Q GUILDFORD CoURr STREET / ?•13 / s /n nee, caanr En u F '� i 9 1573 � ' � 1S Location: /Qt S19UTf1 /TTAN .0 XON /R.Z4 hMM' 6 1975 - qS 90 /4 T PER SO0(C 7574 /9 4 - 2 t Engineer of work C% by T.M. MICROFILMED RE[OC.4TEO 9l1PEETNAME 51CN �� . 41.15 Record From: SAND /EGO COUNTfj BM. OC 0/; CG'S. 3251 —/ r71�.KUFILtvtnL "QS BU /L T " /'�17J' �OJI -� A_�� • Elev: 241454 Da}um: Approval date /�EiA ow '1 HOUS9hW10 4FTgf/1 .E /B8 � + FILE NO. MICROFILMED PROJECT N0 4311 'PEPFECT'PROFILE PLATE A RODNEY STOKES CO . 00' 300 vo. 300 NLS�CB. ti ff o o NCy 09. o a h h h h a 290 ti Nc;✓ oe @ 2s °i ti ° q, 290 �' ; o z96 1 ti o ti ti ti 294 O � 25% \ W 21.08' 18134 Z9P N.4TURgG CROUNO G /NE @ &IC J19 O/2 c1 - - -__ 300 300 �I� - - - - -- W - /D /D PROF /LE ~ CUB -DE- S,4 C' SC. o, h 4CE f/OR /2. 1 VERT. / " =4' '�, h N 2s3� moo. o — E— A �� � o o d o Z90 �c - a 4 p v 34/42' B "vL' —Z �� — o h ti 288 h /NVENT G'R//DE 2, s% _ ��\ i /0'S4o ti O ti �- N. W. 6oao 284 ati SIDON /A COURT 50.28' �i 014 5/00N/A STREET 0 300 W h \9 300 s.' w J 0, 292 �� 1\, b �, s'c s� ce. ti ti o s'c 5.108. zso 288 29O ti ti ti o 290 PROF14EM S /DON14 COURT 20' PRORIEN CURB RETURNS SCALE NOR /2. / "= 40' VERT. /" 8 V0. 504CE NOR /21 - 20', VERT. /"= 4 3 2 / 0 CURB 0.4M RADIU3 LENGTH REMARKS 5028' S V& 1 02r 45.38' 103W' J- 4d•4t' Or 32' Ag. 08' / / J =?7 32'08" \ 1A 0 5 5k o Q� 3\ R = 96. /z ' �2 (�i% WATER D. 4 u — T= 49.01 Q NO DELTA OR BRG. RADIUS LENGTH REMARKS 28 # 53 . 061 ' 9765' 6 �` Q . ' :..: 1. Z G =27.32 " 2 10188' 6 \ � � �� : ;; • .. � QP /45.50 Loa 27 A. Lw '. Qv �n 3 SEWER OATH cJQ 25 ziq�y 7 �� C3 ` R r NO DELTA OR BRG . RADIUS LENGTH REMARKS M 9 /5 @ P4L 4P 5 5 N - Z Z -- Q �I IA EEf �O y •GYc'/ " /09.80' 8 "I!C. CTR. OF CUL DE SAC $S 5p 7 ' oe" 2A'J' 91v.12 8 ST LT ' B 2 (SDG 4E.) yM !� 5 TYPICAL o r "� N ro ro 21 RICK ENGINEERING COMPANY 56 0 FR FRIARS ROAD, SAND EGO, CALIFORNI E NGI NE E RS 110 - TELEPHONE D (714) 291 Y 0707 n_ 22 PRIVATE CONTRACT 2 SC.4L E' /" = 40" SHEET COUNTY OF SAN DIEGO 17 23 8 ENGINEER DEPARTMENT SHEETS 1� ---J PUNS FOR THE /MOROIiEMENT OF :., SIDON/q COURT SIDON/A COURT COUNTY APPROVED CHANGES hV FOX Pb /NT BENCH MARK No. Description Approved By Date Recommended for App r vaI Apprrov d Description: SIB " COPPER S TEEL ROD C4 W /TN SO. CO. D /SC / y� r►+ ADDED F/RE/IVDR4NT 1-17;W Y� M SL4AfPE0 OC 174,136-9 G // � ••tVJIVIV �'� ; -}M1 ' "' Location: IW SOUTN f 5RMAW NOW df'E -Mr SAXONERQ4D sabdivizian Engineer Count Engineer 4S 90 /LT PER SD.0 fE 7574 r. /,•1 t•�S Engineer of work Ch ed 6y ` 1 9 1913 MAY 6 1975 3 RKOCATED STREET NOME SIGN ,�.W,75 SAN 0 /EG0 COUNTY dM OC 0174 T.M. Record From: r+ ,,t. MICROFI ;L It Elev: 24L454 Datum: US.C. s GS � G�.� Approval date 32 1 �� iOS BU /LT" / Z/ 1S A LT '� SNM4N0 4FT4111 .C.E 18978 1 2 -/a -7 lti�.tJ: FILF NO, MICROFIIM PROJECT N0 4311 •PEFIFECT'PROrR.e PLATE A RODNEY STOKES CO. to CB. RlJ RI ^ ^ n n ^ ° tYj n Cl v Q a�a o � NCS? ti titi ti ti r\ 'v ``� �+ � 270 ti� 4.4 °/0 20'1!C. h `� ° '� 270 Sj cc %� h M ti a �� 20' ''� W o � Z N'LY. CB. �' o ti � et44 °b R R ��� VC. CNJ ° v v /CPO VC. I!C �' �, ° °� R m �l n h 27/ 2(00 ti (D.0% �' \\ `� l0' ID' O Z80 ` gLBANS 0�9 `�' ti "' 270 Q � 1 � j 2l9 cki s. Ot ti h GRADE @ /0 % ti `m9 ti ° 47. / 270 j ^ Q 440 I —�� 30' M /N. C ODER O{IER /O'qC� ` — p ° 270 e/4 y e1 C ac � � � o � � c % S1DON14 I _� 18 "R.C.P. o ~ �o Cli �'--- titi t, STREET % `�' k �� a N 7t1N,4L GROUNO C1NE -� ^� /2 M /N. CLR. O ` R, ti �'� 272 N ti^ VER OyC. � t' /O.oC. @ �� /O�J.C. /.O/ ti ° `�' 071 ?60 h :.0�e 3.00 \ s'T . 4 CB.4NSOrQ nt � L \ / \ 270 .�0./0' e "Vo. @ 05% \ SW 10' c / _ Lift. e2' B "VC. @ 0.5% - INLET 400'Tf'PE "4" 0.. CRAOC ` o �� 0 1NVERT GRADE 'N �) ^ ^ PROF /LE CURB RETURNS @ 4.4 ti V //Of/,? 1 "= 20'. vE/9T. / "= 4' 8 .I y0. 1043' ��arig o v ° :' ti ti �'o � i i ci �hLl h� Z�4WW o, rro �; ^ ti ti ti ti ti Z3W i m$ �3 SLf'CB. clij Ali I AJ 270 �; L`' `L h ti 4'/° 1100' VC. Z70 ^ � \\ � h ^ ti V.C. LOW 40' VC. PRIORI E ST A 8,4NS OR/V6' \ / SCALE NOR/2 /" =40' VERT. ! "= 8' / / 8 7 6 5 4 3 2 ! \\ i 0 CURB DATA RAOIU5 LENGT R MARKS 1 - OO - ,t'h0' 7. S" 282' /108.55' / / 1' 7.33' j19'0l'1 618 G9' 7 - 58 ./ ' 7" a/&' 10. ' CURVE DATA N /7 Il a, 00 r MN #Yo ON't STREET INTERS. d =30'10'55" 0 13 S G�4�92 STACB4NS OR /vE SEE SHEET NO. // R. WATER DATA EET N l 6 /0/1562 PAS911ZOW4 AVE 97 ST. ALBANS PCACE C = 158.03' II T80,91'I' 100. DELTA OR BRG. RADIUS LENGTH REMARKS S EE A E E 9E0 h �i N 1 N 7004' 0 "E _ 10 ".4 c. PA Q iac I C; p i O g ;o r 3 N7 0 15' r " S 312 /0 3.33' /OWO CIL Z Fp.'.�o a kr alp, /2 J ^ ,00 n� SIDON /A , INCEl 7° rr l.0 ' / W0.. �� � ' ,Qti G ��$ 15 C.1 6 _ •22'00" 588' 65.34' 9 aid (y ,�Q i /06 �Oa ° ' " 1/1000' C. 8 0 I �` 5 Ozj i In cz, o`o la _ 18" C P io 79 8 �� 5 = t.� /O" s a�tiui a 29�2PC'R. R ' S \ — — — av _ - -�� , TINTER © 5T 4 REE EEt SEWER 0,4U O 7 V_ 3 2 \ V�'� --1 5 1014 51DO 1.4 Sr,.9 pR/VE LENG R NARK Oi00.� ST I " 6 .0 ' 8"vC. 3 ' I -30* 0'55" 3 '- 158.03' 8" . c z jo 3 " - i� `� / :�.:_ 1 1 1D00' 42.63' "VC. 3 �ra3 o T •z7 °23'20" ' I l�h 33 a 32 /,�� s ry° ��i'c ci - pH. / 10' C 1 INLE G d =5. /�r (P ool /144 ; .V . v m`\\� yEgic Q / ESL ORA A 12 iti ti 72 PAS 3/ 13 ;33 RICK ENGINEERING COMPANY $E rX9 #IV ON if STREET ME& \ 1 O PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 3 O 50 S 3460. /0 ST. ALBANS OR /vE EEr N 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 •TELEPHONE (714) 291 -0707 �\ a , 00000 5T,4Z94N6 PCACE q, 29 SEE SN PRIVATE CONTRACT G COMILF 04 7A d = 3B'ST35' .l��E ; !u c 40' SH nT COUNTY OF SAN DIEGO R °600' ENGINEER DEPARTMENT SHEETS L = 407, 99' T= 2/223' PL .4NS FOR THE /MPROI�EMENT OF ST 4t84N5 DR/VF ST 4LBANS DRIVE IN FOX PO /NT COUNTY APPROVED CHANGES stir +tit No. Description A BENCH MARK p Approved By Dafe 5/6" COPPER STEEL ROD CAPPED W /TH S.D. CV Recommended f r Ap r val Approved Description: _ * 1 REMirf0 F /RENV9,641 1, ?/77 Z�L•�� D/5�' AM D C 1710. 1969 7 � C/ / S.bd;vis""' En count En 2 AS 8U /LT PER 5 D G. {'E. 7-5 4-a s Location: JU df f T�T� � — S. Q/VY /1(ir+D _ Engineer of work Che d by ` MAY 6' 1975 3 9&0C,47E0 STREET Mhff S /GN +X75 � D /EGO (OWNTY B.M. X 0174 T.M. • / 1973 w r w "AS 8U /LT 1'817'5 Elev:rd From: Datum: `t"� Approval date ru • 1�1..�- ¢ts•ri 210110510 u. sc. %e cs � P I 3251- / NOUSNMNNO.OFTAN/ R .E /8878 �2 -/0 - •'Y `"" FILE N0. MICRO RRO,E N0 4311 'PERFECT'PnoriL[ PLATE A RODNEY STOKES CO. 70 7V PQb m IN 0 ' �' ti h �' 234 234 V h o 250 232 ti ti� ti o ti ti a o� o I ti ti ti� CQ , o o t. Aj h '0 r'5 230 �' 27.006' /76./9 1 /0' l2` /0' v 0" 8 "V.C. / ?0'01 /NCE7 P ROF /L E CUL - DE -S�9C ��v, 5 '� °' Q r V 0.,X W tCy CURB 3/ 90,4CE: NOR /Z / " =?O; VE/TT. /R-d" 0 '11 ° Q h W 30Q46 /B a RC.P. @ 40 Y . (1350 -D) a ,r 260 LINE I le GRO UR ci 28308 -1B RC.P Ca 20 / (1350 - D> pfd V.C. V o ( � IYO 3�Q� Q� ,� tJA o �� �; h ate' ,/ / olh D ,� V , % ti �� y o m ti m �0 /P awo BELOW 250 Q 3 I > F. ti O M QzS `� " / /8 'R.C.P. W /T/' /P "M /N. CLEARANCE 12' 4 ti FUTURE W S8 / /8 R.C.PPP 7 r„ V PROPOSED 'SiI o b V o h 250 fill W ,o P.4YEMENT ti 24"RC.R. N v, ,�' 4) ti °j a ti ° '�-� 4.4% V 'u ., 60 y._C. � J ell 3g' 8 h P/0 /1350 -D) 240 L lNE 6 A. �� / 150 ' 1 . h 0 pN0 @ " C 2 20 VC. D� (bo GO BB'- "RCP v AC GR — ER OVEN `�' 0 -N @/a. 9 / (13500) NgruR _ _ @ 3/ %�� 30' M/ C O O a h� �n \9 0 ai 240 Q ti o o W W h v Z00 g t /5'C /INLET C@9f /.702 Z23 _� 225, z LZ ' 250 I- 3280 18 Ca /// 1350 -0 tN vl �' 3 270.93' �4 a 111950-D) 14 �� _ B VC. ca 0.5s; 222• 0 o ti ti fi3'! EXIST �30"� 7d'- V"RCP. INVERT GRADE EST I E �'Z.B` v1 RCP B2% @07y (D4W) 240 LE 5 N 0 1f0F 11 E ^' STORM OR,4 1N NOTE W @ 3.1% SCALE //Of/,? / "= 40' t/ERT. / " =B REMOVE 36'± OP fX /ST. 36� RCP k E�CV. CB. ti E «' Ce PROF /� E Sr ,4L BANS OR/I/E If Ex /ST. "L" HE40{Y.4LL . �1 `��' SCALE- NOR /Z. P=40' , IIERT 1"Z8 TOP -- 2/2.27 15 230 14 13 A? // to STORM DR-4/N DATA CURB D.444 J tOP = ell 57 N DELTA OR BRG. RADIUS LENGTH REMARKS TA RG. RADIUS LENGTH REMARKS 2 Z �QI N / LE " 710 7 7 " ' , R.0 . -6 03" /0/ ' 108.39' N31 7' E 10-3 4 R.C.P 3" 98P' /00.09' Id SCA LE N = ! 1 1 s RC.P N .3 ..E /0/81 47.78', X - 11 !3 + a 6 516 239. /' �' I 2 A 3l "R.CP. 17 L�" 5/3' p� / A '/ " 48P' X3. ' `s @070% jar 151 1IIG °� R 9 d =17'22 2Q'/ 10 Gb' 30.32' " 9 =2(05 °40' " 8' /76. /9' r EX @ g.Z ° �—f TPPE A -4 CCE,4NOUT N64'S3'H�W 3'0.30' + " r --F4CE EXIST WWOW I4 WATER 44W � 20707 DETAIL - TYPE A -4 CCE.4NOUr NO. DELTA OR SM . RADIUS LENGTH REMARK NO SC.41C 1 0- 7 988' /36.59 SEE SHEET NC 1(0 ' By4.C. d = 3°44' 988' 64.57' G "AC'. ,456kLN t 3 NM37 47.78' ".40. F / ,N o`FEX/ EASEME ST sl 5 ` r 000 k1 STgC9 � /NlF,p h '41" 174.00' .9 4' 0, 0 72 5 7� O { O CDy4� Nr �' 9 /vE 'L c�F9No OUNDAR� 0 000 otoy 'H1Y4 Y E /slTiy� `'�., 00 TE,p s °ETai S BU1 V/51 pN B 7/ `' - 00 ; M N #3 Q ° j v h I sEE M '�c' °URr 'P EE U 22i _ rf'PE A' ET,YO yC /'Y�El C I �@ /2 pN PL c � G 70 +6431 5 �; o� /�� G SEiYER 0.4T.4 CU �E SAC M PICAS y - ¢ 3 I /2' © T K 69 CT OF 51Y 5 � /2 ° 4 ; � q CP l o`� , /00 ' /5 . 1 8 "VC TYP C m 5 `l' /000 5727 9c O) fA4CE E9.YpU T /2'B n 18'R.C• "' 3 477 � . . gyp. �iP.4 /rygGE. E �y < Q �C.� � 5 � 3 �G� = 7'01" � OIO' 1& 5' ^��oj ° 05'4/" / . L� zli m� ; / Rio W .�,� . "I' RICK ENGINEERING COMPANY PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS G• / ~I� •\ \'/, 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 63 �•' \ I Q I ti GC l PRIVATE CONTRACT y \\ (D y N Opc,\ \\� ° 9 _ � c`F /yJ� Ip� SHEET COUNTY OF SAN DIEGO 7 e ENGINEER DEPARTMENT SntEIS \ O 2i m W \\ �= ECURI'f Lt4T4 b CURVE OATH PLANS FOR THE /MPROYEMENI OF D =2Y °32'13" r; d =// °39'.56" Rz5X R = /0o' ST. ALBA DRIVE x` k //� 5 Jo S 6p r I i � '' C= Z03 G0 M /N FOX PIO /NT C E ggE COUNTY APPROVED CHANGES 'a �� L� BENCH MARK Recommended for App val Approved ' VtJ1Ul\ �rK N p.11D No. Description Approved By Date Description: SIB " COPPER STEEL ROD C�4PFF1�0 /Y/Tf/SO. CD. O /SC. GEC i 9 SNEEr 1' ST �4LB�4NS OR/VE l AS BU /LT PER SQGfE 7574 1G'30 B 74, DAO P4'FOS> S.4Y0 ceo Subdivision Engineer � g ineer EE JUA.�•- ¢1t1s St4MPE0 OC/74 , /969 1973 RELOCATED STREET NAME S /&V *A.., ,1.1!•1'1 MAY 6, 1975 S 7 ,. Location: i Engineer of work Che T.M. MICfiG�f D q y Record From: S�4N 0 /EGO COUNTT BM. OC 0174 �/ "AS BU /LT" / - C I - 7./ �' X1454 use �cS .�/ Approval dote 3 51 / Elev: Datum: - p MIN FILE NO. PROJECT N0 .4311 'PERFECT *PnoriLE PLATE A RODNEY STOKES CO. Qz / / /J__` l am`.._. /! `` ' .. .. ••/ h ...- \.. V ^h h O a ° j O — O ^ ai M o ^ h �; h `Ij ti �; ti n; ^ v V 284 ti� ti^ � ti tib ti ti o � `� � m ^ ti 280 b.lv�• `�' o `� e(Ro8' 1 /.34 280 o sLy cB. °/2 SL C8. � 270 h /00' V.C. W PRO _ � F /L E ~ CUL -DE - S40 ' SCALE HOR /Z. / "= 20' l/ERT. 1 "= 4' if Q ��N4TURAL GROUND L /NE @ s{ �,a_ —_ 270 _- - -------- - - - - -- -- - --_� v W V 90 In ti- n; � (Z) O �� O� tiV \ �' � � ro o � n, � � ` � GRADE � , � 1_% N. W 2B0 280 °o ^ I PL ACE o o °�� I ti o 0 ' M /N. CODER O 6'%4 _ — A 2 7Cn �o �ti �,oj d o a a ti 5r pL8 N5 `` ° ti •4(BfINS DA �, 274 270 �/ � ff� 270 44.99' 272 10 4.0 CRADL 80 V. ADE W V, kci TYPE Eq N CONC. 3?(9- �N�ERT 6R o h �.(o °�° 4C /00' YO. ^ ti 5r pL8AN5 P L 276 1 �h o d o, *j- o go ^ /0% n, , � ti (\j 214 o 1'f, <► v > ^ `�' o ° ti ti ' ALBANS OR. 272 � !}fT1 ° ^ d o °' ° ti ti � N OyRB @ /. / /. 280 tiff m ti �' 280 ha ° N.E. ' . . � PROF /LEN 1 NC CB. o N %V Q PROFILE ~ ST. AL BANS P14CE CB. CURB RETURNS SCALE NOR /Z. /"=L 0'• 1/ERT, 1 SCALE MORO 1 " =40' YERL 1 "= 8' ' 270 0 / Z 3 270 4 __ CURS DA U - NO. DELTA OR MG. RADIUS LENGTH REMARKS d4 90. _ ---------- lei 4 1BQ /?130' 1 41 N57*11 9(i AS l 26.04& CURI/E 447A G= 3B'0r?'S0' R= 200' T= 69.02' W,4TER DATA sT NO. DELTA OR BAG. RADIUS LENGTH REMARKS 9 �Bgy s , N19 0 07' "W 58.4 ' " l o � i`F 99 2 d=38 2/2' /4091 6#40 A0/ ryi A N.W 10 0 1 STREET INTERS. �� t . � rlYr Q"0� Q. 97 31'6010 ST AL BANS DRIVE Q; I 100 01'00.00 ST. ALBlJNS PLACE s, 02 j� ,o\\ 5 �I � ��� 6 "o ' 40' 1YPf 1 'iX#0.. CR,40LE 10 BY. �, 'P o C , /L #/l &D 31'26.50 SEWER DATA FROM STA. 01`00 TO 01'40 5 S' GTR. OF CUL-DE-SAC NO. DELTA OR BRIG. RADIUS LENGTH REMARKS TYP /CAL I 19e DOW 46.37 611140. J Z 4 �,, N y °= 38 2010 13293' 8 /� ^'- „�, • 3 NS7 °11 " /l' 14720' 1 1/0 3 s - 3 4 ci 40' sac�E. SOG�E y> v a Z /os o RICK ENGINEERING COMPANY ti /O3 PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS /O2 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 /04 PRIVATE CONTRACT 3 SHEET COUNTY OF SAN DIEGO 7 1 1 ENGINEER DEPARTMENT HLE�S PLANS FOR 711E /MPR01 OF ST AL8,4N9 PLACE ST. AL BANS Pl ACE COUNTY APPROVED CHANGES IN FOX POINT BENCH MARK / Approved By Date 50' OXfl? STEEL /F0,0 CAAOED W /711 S.D LYZ m °ded fpr A r A °v e µ / 6 No. Descri R A Description: C/ d f REV /SEO ENT /RE PROF /LE 1 C T I�/� OC 17Q / /` Subdivision Engineer County Engineer RECOCATEO F /RE HP,084NT Location: 1 -L 17 MAY s 1975 1,?-17-73 Record From: SAN QIZW 6011NTY 9& OC 017d �/� '' r '- AS BUILT PER SOG tE 75 - 74 �� : .1615 !%7 '� T.M. J {� N� , .., �} .ti t 3 Engineer of work Chec e4& b { MNrRVFIi PAIC'�pFILMEp 24145¢ (/5!C! A rovol date 325/ -1 ��eA'' "AS BUILT" /'2I.7S �.�'�S Elev: Datum: �G•S � P rrN••` /�'/SNMAND AFTAH/ ..E. 1Bt?�9 /L _ o _ FILE N0. MICROFIyyEp PROJECT NO 43// 'PEPFECT'PRMLE PLATE A RODNEY STOKES CO. Si O) N i C'j ti ti (M ���� WILY 08. h o M. (\j ti ti ti ti � h V Cl'08 Nj VC. n h 270 ti ° h W'L Y. CURB. @ /. /5% ti ti Z70 Z70 Cx0'VC. --- ti / q, o W �' Y o W Ly CB. p layyV Iy �y. CURB @ 3.0 °/ – �E – N4TU/�AL GROUND L /NE @ �` S W ��/ 1 20' o 2104 V.C. Q % ' i ti 4985 �' . n / �� Q Q h 414 o) o 1\j `9 t� 0.i Ai O n � —ti I - cL— – Q i t� v I\ l\ n p th Ci V ti, NO- " 4i mon,� ti tim 270 �, ��, V.C2 a ago GRA @ /./5/ _ o, doo 2 70 M1 4 O O 35' g ti �� 3.0' CVER OVER /O';q�?2 — k �9 , 0 o x cun Vc ti° ti a c'tb8 p 0 Ala titi j i _� o `� @ 3.0 %� ° 17,500' l B VC. @ ° Y., _ -ti - �� GRAD �— tt @ 2.1D /o 115 /er I. - --_ � � % /99.25' 8 VC p p /NVERT GRADE — 255 82, /0// " C\j q90 ti �� c�00� Bl/0? B`rB% OS �R � � � � � ti ti V 'z ti o \'c, \ o ti �� o h 21x0 ti APPROX. COC4T /0N % 9 � p ,� It t� EX /ST. /lx "A.0 a . h� o h h v O h` J :Z:t � � � lez J � � � 258 W W v m J 1c. 25C� ti ^ � 39.72' ti �, O �' ti b ti N �� �, �\, ti h 3 �i 3 q 414 E'C fJ CURB @ c C C 3 , ° 'ti `' = Z !!C '^ rr �, 270 v / 1 5 % 0 270 ti ^ Qz. 2loCu 0 o ° ti Z1�4 E'Cf! CB. Co t CURB @ 3,0 °/ ELY. 20 O �x VC N ti o V.C- 212 2100 N.E. & 54.52' PRORLE PASSIRORA AVENUE x14 SCALE NOR / Z. /" = 40' VER =B' PROF /LE CURB RETURNS 0 2 3 4 5 G 7 8 9 /0 504 66 NORM l" = eo VERF /" = 4' CURB D.4r.4 MD. DELTA OR SING. RADIUS LENGTH REMARKS I 1/'50" 30' 49.84' P N44 *30' "W 171.00' s� 6�Foa��� 3 J -1 5W00 Sa g 3e , 51 IW I Q N �� Pp E� 5 ' "/' 50' O SCALE /" = 40 �t7 v S =45V4' 0" SAO' .09' a ppW s 7 = � �' k • �, Q . � Z o e , , " „ 40' .40' a ti � �� 51 Q, � OQ c� W0� it CURVE DATA �h � "' \ L (6� =75' 1' 0 °� " 30' 39.7 ' W W �jQ PASS /FLORA .4l/ENUE R Goo' h .• �5 666 lI 104 / 3 54.52 15708 ��o T =78.99 –c�� a�cs w c 50 WATER D,4r.4 W O CURVE 04TH J �' i n z' DELTA OR BRG RADIUS LENGTH REMARKS . _ . i P� CR c ND " 0�l 43 �� - P e r e - S 0_454400 � •05'30"6 23' * � 10.4.0. k�� \� fTNO% �= S00 01' �, N 5 / ;9 \ =�, d -14 '/0" 150' 3701 / . . 7 =Z /9.30' \� �, ��`'s 3 N14 °1 '40 "E 244.50 10140. \ m s o rt r W.C. /0 B r6 T88PC i Q ^ S Q9 \w o 4 d= ° n 44 50' /O"'!IL' X Q4 \ d =15.00 CO /2' 4022' /0`,4.0. 3 5;• ..:• M1 \ O ti \ rah 48 h I? I o .:: • 0G6 /S' sTY��q� a ti s 4'(o g 47 G \ \ (D 8 �� VON r @j 2 \9 Q `" 5 w 9f ^' �, h "' LD O ___ ?>ac,� o a ,, ° N SERVER ' D,4rA v � � CS a � --j � / RICK ENGINEERING COMPANY X� ty v Q 5 °N N TA BRG. RADIUS LENGTH REMARKS PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS r ta5 Q,� 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 J 0/ x� / N ti ! / °/340 E /43.40' 8 "VC \ oC �C' o ' " p \' PRIVATE CONTRACT ` 3 $ - p 2 4 =1 °15'03" 520' 11.35 "VC O / �• �� 4 I 4 _ tV o , 6 6 35 d 7 J20 tY . 25' �`• 1 L ENGINEER DEPARTMENT 4 k m ° ' " , COUNTY R SAN DIEGO "TS I h a •1 o g o _ ° 00 1 , PLANS FOR THE /MPROVEMENT OF �� oh s �� m N 3�O P,4S91FL0R4 A VENUE IF a o IN FOX PO /NT 3 s ell �� w G" n4 COUNTY APPROVED CHANGES BENCH MARK � ` �P h O �� No. Description Approved By Date 5 /B'CAa12�R STEEL R}00 CAPPED W1TN .S'Q CYI. Recommgnded r App oval Approved � O cAt Description: g ( o / 1►� OAI;Islum T,y /6 , 40 M ECOC/]TED F/RE1/YOR4NTs /?/7-73 Z�'74 9 15e / / subdry ;lion En County Engineer R O Location: r'n�.t,1�JIV `v 39 a 36 0 4S BU /LT PER 9,00 �E. 75 Lt'75 . MAY 6 1975 Engineer of work C T.M he d by g 1973r :. o "4S BU /CT" / 2/ 7S ..�. �L8 )S Recor From: O /EGO COUNTY B.�/ OC 0/74 App o a da e p� Elev: L 46 Datum: usC. <c.S. 3151-1 MI�:.UFILM °i�16Kf,JFILMi1.. NAl4N0 AFTgN/ R. . /8878 /2 - /0'I FILE NO. PROJECT NO Y� /1 MI rROFILMED •PERFECT'PaovaE PLATE A . -- RODNEY STOKES CO. lZ W'Ly CURB ti °� 1z" �, �► � ti m Q ti __- - - - - - -_ ti 290 �^ ti CO – ,�NgTURA �9 x ` �' _------ - - -- -- - - - -_ `�' �' a s d o ^ h 1 7 �� m nib 2 0 ° � 294 g c � � �` –'-� � �'o G 40 /5' i ----------- - - - - -- /t?0'l!C. Vic„ D/8 1314 292 CIO m�4 P 280 W M ti A ffi l @ 20oo — _ PROF /LE Wt - DE- SWC o � o GR ADE „: ., _ 288 — SCALE 110R/Z. 1 ?O , 1/ERT. 1 4 0 ° wilf 08. ° @ 5• o m �' 290 h ti a 5.5 /o ti V ti S CURB ^ o m m L ' a ^ ti W'Ey ti �' a 28Cv m 270 p ^ o ti 284 3/% / 8nVC. M o a� 282 80 l!G? / / 354.20 �; 280 0 �, o � ti -Ij ^ 0C 4 ` @ 5.5 / /% Q �' /09.25' 2927" 280 OVE B B V C @l.8 j ^� % ti D/8 o ti / C OVE/ �� ti� o �; �, 5.5 PROF /LE • ?9.27 �N ^ D/2 OUTER ECBOI'Y °'`° ^o "' ^ ti M / 0 / ^o,�m� ^ ti YERT, / -4 l 270 ° °0 ^ ti ti o `� h ti� m °, � CB @ 20 0 n, SCALE NOR /Z. / - 20 , a ot�3.1 /a ti �I. ^o ti ° M ° �� ZG8 W �; �; �; �; o� N. o ti 290 Olt 3.I 1 [ ' (97 %� \ �� ti� ti Z ti CID BuV.0 C° Rr GRA j 55 % c o A.C. 2 84 ' .18 INVE E'Gy CB. m z�D B "e10 " ti � NW `� 2GCn 50'YC. 0 00'l!C. ti 44% 2(00 0 f , ti ti a �C' 284 44.90' PASS /FLORA 21c4 ST. ALBANS D/4 AVENUE ti m RD, 282 DR/l/E o o R 5 °% m 5 2535 270 ' °j `n o 00 8 @ 5 5 sr4 do e rr YO PROF /LE INNER ELBOW ti 3.i /° SCW E NOR /Z / 2P, VERl. NE 2!v!v 270 4 i �� � ^ti 3. / °io BO'YC PiPOF /L E P,4SS/FLOR4 4K6NOE � i 6 C8. SCALE UOR /Z / "= 40' YERT. 1 "= B PRORY CURB RETURNS E' ( A SCALE //08/2 /" _ ?0' YERT / "= 4' 210 /l 12 13 14 15 16 17 /8 SEWER OATH CURB 04U N0. IDELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS h N ° W 46.22' "Y . d - 4 07 30 53,5 4 s c p D_G�pZ' /0" 500' 55.58' 8 2 d- G'22' /D" aB2' S3 58' 8 6 Q 87 3 5 °52'3 "W 40.00' "YC. - S! ' 575,9 01 B3 4 #4 354.20 YC. 4 52'52 171 16 6 ti `� o o IZ i 5 N 5230' 2/B.Q2' I h b D- 27'57'10" GO' 29 27' 7 - •1 ,-f /0925 - -3 ' 30' 25 35' s �� , ` - �Fw. ��r5 — N4 2T� "W ZB5.3G' 9 /0 N4'27'20uW 26G 29' h /I J-62'10- 1 37' Q015 82 4 h / x 1, r 12 d °242 38' 1 A;0 Coe N 's9 j . h i o 5' 1 S'P /CAC i o /� • t' 0 ��so 89 WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS CURVE D.47,-d "^� oIPRC. 1 N4Cn °30'20 "W 58.34' 8'140 d =6 °22'/0" 512' 5631' 8Y4.0 d n 6 2210 61 50D Y - 3 NM 234.Co l' 6 R �p �� ?� h I ° , , ' \ \ h (? \ \ ` 1 9/ ? N4 27 0 W 35.0 6 Z 8 ' �r?� �e s6 ��� �� 93 9? � 90 So 0 \X �r N6 34 95 P,495/F1 OR4 4 VENUE RICK ENGINEERING COMPANY PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 �N f2 T 2 T 6 PRIVATE CONTRACT 0 :� s SHEET COUNTY OF SAN DIEGO 7 /[��� \ `'..'. p J` `V/ c� 13 ENGINEER DEPARTMENT SHEETS %R s9lD N P E PL THE PLANS FOR /MPROI/EMENT OF J sc.4Z _ /" = 40' P4991FLOR,4 AVENUE IN FOX PO /NT G ��� �• COUNTY APPROVED CHANGES \ BENCH MARK \ t 5/B COPPER STEEL MO C4PPE0 W17 5,0 CO Re`o "" ded'or A al A� ,a e I� 0 No. Description Approved By Date ,I Description: P���2. ��—'• o 1 f1EY /5'ED ALL PROF /LE GRADES Z -6 -7y D /SC�'7d� /14 1,5tc „ d;,;s;a„ E� col E ADDED F/RE 11Y094NT z -4 -7 � y Location: /61 S2 T T ° " 3 MOD /F /EO OR055- GUTTER 1.4.74 544 . I 2 _ NY AD En of work Ch e T.M. AS 801ZT PER SOG t'E 75 -74 '" 4 •L$ Retard gram: SAN D /EGO COUNTY BM OC O/J4 Ap rovol care - I 1 1971 a'S 7r -.... ' ' Elev: 241 Q54 Datum: U.S.C. � Ci. S. ,�. �Q, Q,�,1 HOUSHMANDAFTAN/ ..f.1BB7B J3 'AS BU /LT" / -2/ -75 -�^' -- r!1I IrUFILMLJ FILE NO MICR(�I�� ti3t. rr1�.i•1� PRO,F� r NO Q3ff 'PERFECT'PaoraE PLATE A RODNEY STOKES CO. u � � o h, ti * k ti ti � I m ,� m tiv 254 3.3 �' ti h o h 252 260 `�' � NE SS• p � JpE 250 E�LS�CB. oo O 0 °� h 164.6/ 38.09 45.8/ O s o , / /.3 °1° �' `ti ti y D/8 a12 Ni o ti o o.e /° E/ «' �e/w,8 @ a 250 �, PROF /LE� CUL-DE-SAC (00114M WW) :6 /NCET 6 9f2/.58 _ °, 50 - -_\ /00' (!C. ` / ti �° o 0 c; o o 2` 5' WC 8 /NCET h p � � ti � b ?48 o N,4TUR,4C GROUND C /NE 0 t -_ . 3.19; R, � b h � h 'R o � � b ° Q V 08 h R, 4 h a^ O p j ti h �� G R,h �.�°� j E ll R, ti a d o H tie; !i 1 /5' X- Q 15' X GUTTER ti ti R, 2100 '� .�� � � � ° �`.� v 240 �l4 . 4' ' w 4' o : >: c; p 27.66 / 5 / /.7&../9 27.16 sqW o ,� h m ti R, ti o ° o ti ti h ti a ti a h o 4/Z h h o h a ti h ti h ti, h PROF /LE� CUL -DE SAC (OLD/��4M COURT) ti o 0 o h h h �, ti R, ti ti R, `� h x �q�@ ° Z 15 a o _ O8% _ R, - /.3 �� E`Gf7gpE ca o 0 250 �'ti o 254 250 _ ?3 o ti o _ — — '� � =/ — 3. 0' MIO E� -C' — S b� �h� p fb "A.C. I �• —� �� tih sr ti� 0 0 0 ?52 /.y8. BOO C8 "R.C.P 8'AC 2/0.00' - 8 „�C @ 2.5% �� �/�40� � �' ti ti ti o O.B% a / ? "M /N. CLR. INVERT GRADE ^� �\ 3. //, // 24D y0 of �9 0 15'0.1 INLET Cv 9417.02 45.46' 000g T M X50 lk W ti 70 TOP ofB YC. ti ti _ i 414 COUR �'�� / m ?50 SE o ��; / o qY ti n � h W �tititi - - -- o�� R, �� 248 Cl i ti o a P000 45.81' sr 6O 0 24(0 ti o� ►/.C. ?50 I `i+ 2 Ci h D/3 AM a v v 14 W o v� m O LD m h � Q �*, W 3 M o ^ ti COURT o �, h o et o W NW ti a 248 W 190 �; h ., ti R; h ti ti^ �O g hh tiff ti ti a h hh �o 33% ti h °' a h m o , `� 1.3 °1° 2410 250 R ' o o �* ti R, 08 °1• k' cUrQB @ ° 0 250 �' °I qN 53.01' 20 " ? /00 yc ��/ CURB RETURN PR�FiL ES D/4 SW VC vo PROFILEN 001 -44M W,4fJ f 009,4# COURT W/cy08. SCALE NO/� /Z 1// = 40' l/ERT 1'/ = B' SCALE (CUL DE -SAC4' �' CURB RETURN4') 110R/2. 1"= PO' , VERT 1'” =4' 0 / Z 3 4 5 240 SEWER DATA CURB DATA N MG. RA DIUS LENGTH REMARKS TH R / o 8% _ •/145" 3 ' 38.09' w r a A7W IV 1 51 30' 45.44 ea ° S4 n 55 "h p 6 N ' /57.80' myo.. - /0 /• •/4' 0' 53.0(9' c 2 0 O ^`� nj //4 ' 53 z h ti� /9'4P" 56 / ? ' /80-90 C 153. 5 , lYPICA 5 / N °50'50 "E 106.81' c " o N \ C � *gy / 0" 37' 27 C? ��, o 4 ti F 3 5 A p� 4 =P65 38' 1. /9' 57 HIV •s -. _. WATER DATA 1. 79 ZI� 8 1 1� v /,� � 1 ,�, C� DELTA OR / BRG. RADIUS LENGTH REMARKS S 40 ° f/ ` � / .1 , . l N(goo/9 /3 0.95 6 s +2 3. a , .. i 1• N - 37 00 3/ /44.94 l 4 9 2490 �..:.. X/ �� ;`� W !01 >�% /� 93 � F�y�SB 4 33 °42'/0"W 4.00 "4L'• y' 63 =43 °33'00" 232' IICA A .0 76 3 ` 2 \ N .,.. i 2090 0 5 �1 CD N9° / 0aE 1197.80' 6"40. \ Z CUR /E DATA h 1 0 77 Sr fir. , >� + �;0��� off \ 5a D °43 °33'00„ !00 t4j R =220 5�E L= /�zzz' 33 s- r��yfF 4 RICK ENGINEERING COMPANY 74 \ r -87BB /y <<`T ,S(u PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS +Ob@ M e "• cp p o �,� CURVE04TA 5!� 5620 FRIARS ROAD. SAN DIEGO, CALIFORNIA 92110 • TELE 1 PHONE (714) 290707 D = PIP °37'00" PRIVATE CONTRACT 710 \ `z � °° � R= 300 o\ n o ° � v�Rs� L °/39.319' s s F sF rIv Rj ' o � z139 ( 01 COURT s' s- 9 sF� ' �� SHEET '�Efl '�T COUNTY OF SAN DIEGO 7 �O 1\5 \� yQ /6 14 ENGINEER DEPARTMENT SHEETS PLANS FOR THE 11ffR90I1EMENT OF OC lum w4p f'' molmlif COURT 0094M / COUNTY APPROVED CHANGES IN FOX RO /NT BENCH MARK // No. Description Approved By Date / Recommended for / ew,s l/ nee, Approve G Description: 616 Ll�PPER STEEL ROD CAPPED W/Tf/ S.D. C!� (F/n. 1 REY/SED SEWER LATERALS /N s�bdw s on Engineer cou my Eng SCALE / "=40' LOTS 58f'59 1 -74 //// �� Location. a C A C 17 973 M 6 1975 z 4s BU/Lr PER SOC CE 75-74 2- -n Engineer of work Che e by T.M. SAN 0060 COUNTY 91 OC 0/741 j� RELOCATED STREET NAME S/GN �f •Z�' Record From: S 241.454 Dot,,: 4G5' Approval date MI I;KOFJLb1E AND A D DDED STREET L/CNr Elev: U.SC 3251' / 1 45 9UI17" 1 - ?1-75 ¢•Lf IS NOIUSNMAND AFTAN RCE /BB � �1 /0 73 e FILE NO. MICROFIIry RROIECT NO 4311 •PERFECT'PPOFILE PLATE A RODNEY STOKES CO. iz 250 250 300 3A0 2 PAD M7.0 -LOT 59 \^ �iz o P40 293.7 - LOT /1 iz Q ORIGINAL GROUND L/N� 240 �" 240 290 ���E�� 2so 2 ti ND , 0 � R O L) , O ti 'te ' o > o 230 ti W 230 280 ti 280 R.CPL 17'- d6 R.C.P @ / ?9% 91.010 1B "R0P @ 20 °. J.75' @ 1350 -0 175 270 h _V..6 LAr *-' 270 1 /9.6Q' )v ^ &P LO /6.9% /y000 _ 1B'R.C.P. CZ 1950 -0 193.50' it TO it PROFIZ Il STORM DR,4 1N SCALE: NOR /Z / "= 40' BERT. SEE SNEET N0. 7 GUILDFORD COURT I 5 Ot i PROPERTY L /NE- ' X PROPERTY m L /NE r � / �1 SE he�lUy E SyE I I R O CONgM ET,yO /4 I r— F.4CEOfCURB- FACE OF CURB '�. -- - - - - -_ J <I00' 175' li'S' 6 - 1177ER LINE 6VJTTER L/NE -- N v 'f � / ?' B•? /NLET ? c /0' OR,41WQr �' g �' ch Lr. EASEMENT p PAD 611W 2940 N �Q• NO ELEY. ?93.7 /! 5'B /NLET DETAIL M' T -I "INLET @ 6 +3557 �bh� � DETAIL /0' T- /'"INLET @ 11(00.52 59 s PAD i 247.0 � S' PA�EY 34 70 SCALE 1 "- 5' /0' C / ' / NCEr ZZ_ 10' O1U1104CE @ 11X0052 II EASEMENT /B R.C.P 0 2 ?0'C•/ /NLET 18 N'G ;35.57 RICK ENGINEERING COMPANY �r— PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS \ � /, 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 ` L EUCAD /A BLVD. PRIVATE CONTRACT — _ SHEET COUNTY OF SAN DIEGO 7 /B °RCP SEE SNEET N0. 3 ENGINEER DEPARTMENT SHEET PLANS FOR Tf/E IMPROVEMENT OF L EUC40 /A & 1/40. STORM DR4 1141 STORM DRA /N - ` /N FOX RO /NT SEE SNEET NO.3 90446 /" =40' COUNTY APPROVED CHANGES BENCH MARK No. Description Approved By Date P Recorn de j;j� A pro a Approv Description: f/8"CGJ9R`R STEEL R00 CAPPED {f� /TN S.0 CO. D /SC f/�J "as B[/1[Tr / zl7s q, n ST4MPE0 OC/74/9l"9 Subdivision En ineer Count En fneer Location /!'SOUTH 6 /1TMNf�"10iP4' T 8MX0 0.40 g Y 9 C : T. M. 9 '973 MAX 6 1975 Engineer of work Ch Record From: 9 COUNTf� BM. OC O/74 \ / Approval dare 24/ 454 Datum: US.C. �G.S ^ ^' 3251 � 1 MICROFILMED F ' A71JS{/MMND.OFT4A 4l /Q97B L /D FILE NO. rROJEC- N0 43/1 'PERFECT'PROrat PLATE A RODNEY STOKES CO. 229.82' B "VC. @ 1. 13 % 3144'8 'YC. 15527' B "VC. �° 0.5% i 1 6 }30.52 aworORO COURT / 46.00 PASS /FLORA AVENUE 6 0.5% �� PAD ECE11 P64.2 PAD ECEY. 294.0 NOTE. CONTRACTOR TD REMOYE PCC/G , CONNECT r i - - // 93.38 ST. ALBANS OR /YE i 24 TO EX /STING AW110CE AND REC//ANNEC ti Rr P.40 ECEV 240.2 240 140' ' 2�0 F/N/SN GRADE 290 INVERT AS RE&IM 7 _ _ / W N/G1/ CUTOFF WALL r OVER 6"YC. F/rY/S//Gf�ADE Go o 50' OVER B YC. �, ,,--- - /B "R.C.P� 6'1110h' CUTOFF *411- 230 2.30 PAD ELEV 49.4 � 55' M' 250 22' m 280 1917/' TYPE �NATUR.4C GROUND C /NE ':4° CONC. CRADLE ,' ,S M W _ _ c\, N ° P4O ECEI! 247.0 H �`+ t r' ice'' 5 "" 3L44' 8'N.0.. @0.5 % \ . l0 30' I# 1u tv ^ R NATURAL GROUND C /NE � 4? L6 n, G'CONCRETE ENCASEMENT / /30' �� ° o ti AT WATER C/90SS /N6 :' /55.27 8 V.C. G' O `J ° r ° �n "� u a „ r,Y.C. /40.93 8'�V.C. O °" m 220 OVERB "YC. �6AC. /� ENCASEMENT p � 2 N PAD ECEY 27/2 ,' A, 45' T CRADCENCRETE 3 270 220 6889 Co y/GN CUTOFF WACC F /N /9f/ GRADE 55 30 CONCRETE C? 1.33% a 0 /NYERT GRADE q I ; NATURAL GROUND C /NE Q /' <0 N o - g INYERT GRADE h °" �'�/ ti ff \ 40 �_ e. . TYPE A CONCRETE o . �v . CRADLE " �^\, `4 EX /STING p, �, c, 4i �j �,, t �i of C3 O k\i /0 i4C'. , `L /lo "A.C. w W w a. q0 ECEY 233.0 ) , ^, M M �r <r \r <r i 0., p o `� 11Z --Z WATER 4i �i W 14/64.31 ST. AC84NS DRIVE � ' /5 30 W W ti ti ti p w 21n0 MAIN N ti 230 7YPE 1 4 1 06WCRETE %1 "' "' " 260 ' `r' Z Q 3 W B "AC. CRADLE o gv ' 'INI/ERr GRA 130.84' 8"YC, @ 1,CO % 40'1!0. /20.00' B "VC. @ 9. (o % Q Coo' VC. / /0.00' B"1/C. @ 3.4% 20 $ ti N R � 21.05' 8 %0. 0 27.5% !/C. a M ti �, ti ti ti 30 CONCRETE „ � W 220 C\l M.. W W W W ENCASEMENT W 84' 8 ' VO Q /29.75' 8"1/0. 6 35% 191.05' B" VC. NOTE: CONTRACTOR SINU UNCOVER EX /STING WATER C/NE PRIOR TO BEG /NN/NG /WORK TO DETERM /NE EXACT tAj 4j 116,69' 8 "VC @ 056°16 40'(!0. /09.0710' B "VC @ 9.7% LOCATION ANO S11A14 NOW9 ENGINEER OF WORK SUFF /C /ENTLy 41164,0 OF CONSTRUCT /ON TO PERM /T REY /SIONS TO PLANS /F REV /S/ON5 ARE NECESSARf! Z R e65.Co9' B "VC. SEWER PROF /LE SCALE NOR /Z. / " =40 , 06'RT, 1" =8' �ln'Ct7NCRET ENCASEMEiYl \ N � SEWER DATq BLDG. � � \\ \\ BR6. RADIUS LENGTH REMARKS 17 R 7 \ " " \ 73 `'�`�` Sy�c W /9/.05 B I!C. 427 srg CBgiys , i1 'O 2 /O "W /29 75 "Y.C. \ /0' "W 290 Y.C. Ex/sr. r 6 ' "W / ".C. G Q 1 1 EX l y w# 3/44' 'K . n " 111 r r " \ a MIL #3 @ 1/f93.38 SEWER ENT EASE •a. EASEM 'RENT z EX /ST. PAVEMENT ExISTING /5 SEPT 14,1973 /9/.7j TypE �n oX F/P 7 SAXON? ROAD 3 25897/, RECD. Q W 3 / "GAS SERVICE ' A'E'RETE CggpC Q XIST. 4 EXIST /O /lC WATER E �\ EX /ST. 3 /4" WATER SERV /CE 240.2 EXIST. OVERHEAD ECECTR /C C /NES OVER PROP0SED 8 YC W 0919/V /SIGN BOUNDARY SEE SA(6ET NO. L2 II PASS/F408,4 AVENUE SEE SHEET N0. 7 GUICOFORD CO URT I� 40 13 I 271.2 295 ze' L8 SEWER o 0 QI II /2' I / O' SE/YER E ASEMENT c I2' I 13' NOTE FOR EXACT COCAT /ON OF C0NC. h `' ENCASEMENT, CONC. CRAOCE 4v ' I SEE SHEET N0 14 CUTOFF WACC S SEE SEWER PROFILE _ I v O(01/AM COURT II oo a I O I 45' TYPE q,. 2 CUTOFF {WALL \9 I C}9NC C'!/,gOLE �v I c e 41 12 II � h 60 0 ' � 7 S7 � 268.5 294.0 \ I 7 co (0 -e4 ^ II 234.9 9.4 249.6 0 � le ° RICK ENGINEERING COMPANY II I /5'TVPE A "GONG CRADLE TyPE „CONL' C1pgDCE 2(o7R ` PLANNERS • ARCHITECTS CIVIL ENGINEERS • LAND SURVEYORS 30' LYJNC. ENCASEMENT A. 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110-TELEPHONE (714) 291 0707 M.1L #16 &144431 4 , ` 33 - 7pq „ „ ( O\ PRIVATE CONTRACT N (GTR. Of 004 OE SAC) h /0' SEIYER cbN� cR9Q/E SHEET COUNTY OF SAN DIEGO � EASE II ; CUTOFF WACC MfNT /2' 16 ENGINEER DEPARTMENT SHEETS 3 � I l0' SEWER EASEMENT q Or TypE'q °CTINC CRADLE CUTOFF PL,/NS FOR THE IMPROVEMENT OF SB 1W 30' co I SEWER 67 7 59 43 2470 43 Eti�gsE,y/E�vr 40' / 233.0 2470 I � I COUNTY APPROVED CHANGES ?642 IN FOXPOINT BENCH MARK No. Description Approved By Dale 5 18 " COPPER STEEL ROD 04PPED W /TN S.D. CO. D /SC Recommended fo Appr val Approved �/ Description: � C�i L-__ ! ENCASED SENEROYER EX /STING STAMPED OC/74 /969 "/"^ Z-4-1 /6'SbU7X1 / DAD t? 'E �QXD 04 Subdivision Engineer County Engineer WATER (41 -/?-,7 /4? -3 Location: ' Engineer of work Che ed b T. M. n- •iu1v1 r :� 4'Zt SAN D /EGO COUNTY B.M. OC. O/ MAY 6 1915 'Is •� i4S BU /C T" /'21"7.5 Record From: date 325 Approval /1 ' 913 MICf�f11.11�N,y ,` ^ � '�';i�,; Elev: 241.454 Datum; U.S.C. G.S. HOUSF/A/AND AfTAN/ R.. E 18876 /L -1b - t31 � `:UFILMtU FILE NO. PROJECT N0 .4311 '.,, WEAKEN PLANE JO /NT F/T Cl9YER M,oOE OF 4 BARS M'ECDEO PER STD DWO. 0.42 6 BOT!/WAi✓S OVER STANOP /PE 55 O I I O � O " ECEV•4T /ON /80.0 / ?GAGE, 16"GMP. NIM ? "DMA. �RFA41T /ON8 ACL A�UNO � /2' /2' /7' - O /ie MhVrS, 6"'00. VERT/CLE (STA;K'EREO) / y? ; / CWAM. W /TN 17046E W IRE O O . MESA( STUCL^O NETT /NG _ 4 G" 4dM. W17 170,40E W/RE 3' /8" CUT OFF WALL PER Q_ MESf/ STUCCO NETTING ON c IL TD DWG. 0.49 4- fCOOR, SLOPE A C.T 24 "M.P F INLET ANO RAMP 4) R/P RA U v v ,4 (I TEE C10iYNECT/OW A o l o U l2 " v a d 2 ' Q44 /N � GRAY /TY NE40W4 /.L O p COMM N4V ° V v C� � �O � y . • y 1 /t1 /8 "C.M.P. STAND P /PE v f!`R STD. DIY(i 028 U o ,� v ' D c� o �+ 4 W /T# 17040E W /RE MESf/ STUC>;'O NZ I _ 30" (SQUARE) /74.0 ' / ' 20' M /N. B "PC.G SLAB A . A. Q l y? l 1750 W SECTION B 1770 - B s 0 /2' 178D 179.0 PLAN - DESILTING BASIN 0� "C. M.. 1 ECEYAT /ON / a0 - _ LbCCAR WACC PCR 'i�Ab STD. LNYG. O-/4 - lil9A1' /1� /I OM4CC I 0MA[ /d"CMP. SItNOP /FE ffR STO. 041P.0-1 ••' 4 "ARAN. `' i GRCXITEO A /7� '•_ • RIP RAP - AV AtrAV V //EADIWLC I / 8.0 3 CUT OFF WACC 35' /? "C.M.P. /6 GAGE MR STD. MO.. D-49 It /2 3% CY/RTA /N WACL ACR SM 4OW49 140- ° /2' //' /2' SECTION A - A ?0'M llv. 5Y'ACE : /"" /O' 'f ?, 4" /.4' o �a oDoQ� w _ �„ o Qom, r�o u 6WWI D R/PRAP M*Z ff F,WCING CYA5'S' AQM . WW 1, #Wof A/ES// W /T// A/ET X I$ f'CAYAf6VICl2WWN1hC SniiCLO herrA <G ' M CAL /F. STO. 51WV, 51 M W 74?, afff# JAN /S73 SECTION F -F SECTION C - C #0 SCREE NO SCALE - RICK ENGINEERING COMPANY PLANNERS • ARCHITECTS • CIVIL ENGINEERS - LAND SURVEYORt IM FRIARS ROAD, SAN DIE00, CALIFORNIA 92110 • TIELEPHM (714) 291-OM _•... _ _ � �� I I PRIM4TE CONTRACT - _• _ - SHEET COUNTY OF SAN DIEGO 17 . +-,e�• 4" • �%/ �7 ENGINEERING DEPARTMENT SHEETS �f � pp 1 PUNS FOR THE 1WROVEMEHT OF ST�7Z° _ T le -5AftY MESW S MM ACTT /NO E ,Wa. ArR 5tremN DEVI TING 464M MUM oIIIIIIIIII11111111111 /N FOX Po/NT A"''"'2 By %ft mom mom 5 /B" CY.l�`R STEEL /f3.�0 CAFX�D W /TN 5.'O W. Rec ommended omme r Approval Approved SECTION E'- E �Ktc, v>n, SECTION D - D "AS Bu /LT" / - ? / -7s � & t 7� a��sl•.:.�.. SCALE / " =3' SCALE 1 " =3' 1,.e.R": covet Eo ineer MAY 6 1975 Ing Eaginoor or work cn MICROFILMFA Meeeel Fr i? 4 T M' 3 2 5 �_ 2/ t� per US.C. ra.S. Apprdvdl date 12—i FILE NO. PROJECT N0. 4311